CN204492854U - A kind of multistage increasing resistance anchor pole - Google Patents

A kind of multistage increasing resistance anchor pole Download PDF

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Publication number
CN204492854U
CN204492854U CN201520050082.0U CN201520050082U CN204492854U CN 204492854 U CN204492854 U CN 204492854U CN 201520050082 U CN201520050082 U CN 201520050082U CN 204492854 U CN204492854 U CN 204492854U
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CN
China
Prior art keywords
rod
enlarging device
key
anchor pole
jacking bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201520050082.0U
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Chinese (zh)
Inventor
李术才
刘洪亮
杨为民
李利平
石少帅
许振浩
张乾青
周宗青
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Shandong University
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Shandong University
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Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Priority to CN201520050082.0U priority Critical patent/CN204492854U/en
Application granted granted Critical
Publication of CN204492854U publication Critical patent/CN204492854U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of multistage increasing resistance anchor pole, comprise the body of rod, body of rod front portion is fixed with body of rod scotch, body of rod rear portion is connected with jacking bar, body of rod outer cover between body of rod scotch and jacking bar is equipped with the multiple from enlarging device of hollow structure, jacking bar can promote to move from enlarging device, be cone structure from enlarging device front portion, be hollow connecting rod from the centre of enlarging device, rear portion is along being provided with multiple key from the circumferencial direction of enlarging device, the adjacent key from enlarging device is connected with cone structure, and the afterbody of the body of rod is provided with fastening devices.Device has dismantled and assembled property, can change and increase resistance progression, convenient actual for engineering, takes multiple increasing to hinder rank and arranges; Stress applies simple, by the precession of bolt, realizes the expansion from enlarging device rear end; Before the rice font key of enlarging device rear end, thick rear thin design, facilitates the injection of tapered end, and the key simultaneously opened can insert country rock easily or surrounding soil is inner, increases the frictional resistance of the body of rod and the soil body.

Description

A kind of multistage increasing resistance anchor pole
Technical field
The utility model belongs to ground anchorage field, is specifically related to a kind of multistage increasing resistance anchor pole.
Background technology
Conventional anchor is all make prismatic shapes, and uplift resistance mainly provides by anchoring body and Rock And Soil, and this value is less under normal circumstances, and especially in soft clay area, because geological conditions itself is poor, anchoring effect is also corresponding undesirable.The research core content of anchoring improves in anchor structure and construction technology, to strengthen anchoring effect both at home and abroad at present.But a lot of method strengthening anchoring effect not only complex procedures and also cost higher.
Utility model content
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, provides the multistage increasing resistance anchor pole that a kind of structure is simple, easy and simple to handle, cheap.
For achieving the above object, the utility model adopts following technical proposals:
A kind of multistage increasing resistance anchor pole, comprise the body of rod, described body of rod front portion is fixed with body of rod scotch, described body of rod rear portion is connected with jacking bar, body of rod outer cover between described body of rod scotch and jacking bar is equipped with the multiple from enlarging device of hollow structure, described jacking bar can promote to move from enlarging device, described is cone structure from enlarging device front portion, be hollow connecting rod from the centre of enlarging device, rear portion is along being provided with multiple key from the circumferencial direction of enlarging device, described first is connected with body of rod scotch from the cone structure of enlarging device, last is connected with jacking bar from the key of enlarging device, the adjacent key from enlarging device is connected with cone structure, the afterbody of the described body of rod is provided with fastening devices.
The described body of rod is solid construction, and rear end is provided with screw thread.
Described jacking bar is hollow structure, and jacking bar front end is cone structure, and rear end is provided with jacking base, and centre is hollow connecting rod.
Described fastening devices is rotated by the screw thread of body of rod rear end and the body of rod fixes.
Described key is fitted on the body of rod when being in unexpanded mode from enlarging device, and key is in open configuration when holding out against another from enlarging device from enlarging device for one.
Thick rear end, described key front end is thin, facilitates cone injection.By the promotion of jacking bar and the stop extruding of lever front end body of rod scotch, realize the automatic expansion from enlarging device, fixed the position of jacking bar by fastening devices, realize the body of rod and increase being permanently fixed of resistance state.
The utility model device is applicable to ground anchorage, can realize the automatic expansion of anchor pole from the design of enlarging device, increases the contact area of anchor pole and rock mass and cement grout, improves its anti-pulling ability.
The utility model solve in the past common bolt also slurries and country rock contact area little, a difficult problem for anti-pulling ability, the utility model device has following beneficial effect:
1) device has dismantled and assembled property, by change from enlarging device hollow connecting rod size and the body of rod nested from enlarging device quantity, change and increase resistance progression, convenient actual for engineering, take multiple increasings to hinder rank setting;
2) stress applies simple, and by the precession of bolt, realize the expansion from enlarging device rear end, operation is simple and feasible, meets request for engineering action;
3) thick rear thin design before the rice font key of enlarging device rear end, facilitates the injection of tapered end, and the key simultaneously opened can insert country rock easily or surrounding soil is inner, increases the frictional resistance of the body of rod and the soil body;
4) each ingredient of device is simple, can realize batch and produce fast, meet batch production, mass production requirement.
Accompanying drawing explanation
Fig. 1 is the multistage structural representation increasing resistance anchor pole of the utility model;
Fig. 2 is the multistage structural representation increasing resistance anchor rod body in Fig. 1;
Fig. 3 is that in Fig. 1, multistage increasing resistance anchor pole two saves the structural representation from enlarging device;
Fig. 4 is the multistage structural representation increasing resistance anchor pole jacking bar in Fig. 1;
In figure, the 1. body of rod; 2. from enlarging device; 3. jacking bar; 4. fixed structure; 5. body of rod scotch; 6. body of rod screw thread; 7. set bolt; 8. from the tapered front end of enlarging device; 9. from the hollow connecting rod of enlarging device; 10. from enlarging device rice font key; The 11. tapered front ends of jacking bar; The hollow connecting rod of 12. jacking bar; 13. jacking bar bases.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated.
As shown in Figure 1, multistage increasing resistance anchor pole, comprises the body of rod 1, and order is nested is arranged on the multiple from enlarging device 2 of the body of rod 1 outside, and jacking bar 3 and fixed structure 4, from enlarging device 2 and jacking bar 3 can in the middle part of the body of rod 1 and rear portion be free to slide.By the promotion of jacking bar 3 and the stop extruding of body of rod scotch 5, realize the automatic expansion from enlarging device 2, fixed the position of jacking bar 3 by fastening devices 4, realize the body of rod and increase being permanently fixed of resistance state.
As shown in Figure 2, the body of rod 1 is solid construction, and front end is provided with body of rod scotch 5, and rear end is provided with screw thread 6.Fixed structure 4, is made up of body of rod screw thread 6 and set bolt 7, applies extrusion stress by twisting set bolt 7 pairs of jacking bars 3.
As shown in Figure 3, be hollow structure from enlarging device 2, front end is tapered structure 8, and there is the rice font key 10 in through cross section rear end, and centre is hollow connecting rod 9, and thick rear end, key 10 front end is thin, facilitates tapered structure 8 injection.
As shown in Figure 4, jacking bar 3 is hollow structure, and front end is tapered structure 11, and there is jacking base 13 rear end, and centre is hollow connecting rod 12, conveniently applies extrusion stress to from enlarging device.
Apply described device and realize the multistage increasing resistance of anchor pole, comprise the following steps:
1) adopt anchor pole to set machinery, set common anchor hole, anchor hole size, can ensure that multistage increasing resistance anchor pole normally enters.
2) carry out anchor pole assembling, be nested on the body of rod 1 by multiple from enlarging device 2, jacking bar 3 order, ensure that body of rod rear end screw thread exposes.
3) anchor pole combined is stretched into anchor hole inside, the body of rod 1 rear end body of rod screw thread 6 installs set bolt 7, by twisting bolt 7, jacking bar 11 is inwardly advanced along the body of rod 1, extrude from enlarging device rice font key 10 by jacking bar tapered front end 11 and from the tapered front end 8 of enlarging device, make it expansion, complete expansion automatically and increase resistance.
4) anchor hole is filled slurries, complete rockbolt installation.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.

Claims (6)

1. a multistage increasing resistance anchor pole, it is characterized in that, comprise the body of rod, described body of rod front portion is fixed with body of rod scotch, described body of rod rear portion is connected with jacking bar, body of rod outer cover between described body of rod scotch and jacking bar is equipped with the multiple from enlarging device of hollow structure, described jacking bar can promote to move from enlarging device, described is cone structure from enlarging device front portion, be hollow connecting rod from the centre of enlarging device, rear portion is along being provided with multiple key from the circumferencial direction of enlarging device, first is connected with body of rod scotch from the cone structure of enlarging device, last is connected with jacking bar from the key of enlarging device, the adjacent key from enlarging device is connected with cone structure, the afterbody of the described body of rod is provided with fastening devices.
2. multistage increasing resistance anchor pole as claimed in claim 1, it is characterized in that, the described body of rod is solid construction, and rear end is provided with screw thread.
3. multistage increasing resistance anchor pole as claimed in claim 1, it is characterized in that, described jacking bar is hollow structure, and jacking bar front end is cone structure, and rear end is provided with jacking base, and centre is hollow connecting rod.
4. multistage increasing resistance anchor pole as claimed in claim 1, is characterized in that, described fastening devices to be rotated with the body of rod by the screw thread of body of rod rear end fixes.
5. multistage increasing resistance anchor pole as claimed in claim 1, it is characterized in that, described key is fitted on the body of rod when being in unexpanded mode from enlarging device, and key is in open configuration when holding out against another from enlarging device from enlarging device for one.
6. multistage increasing resistance anchor pole as claimed in claim 1, it is characterized in that, thick rear end, described key front end is thin.
CN201520050082.0U 2015-01-23 2015-01-23 A kind of multistage increasing resistance anchor pole Expired - Fee Related CN204492854U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520050082.0U CN204492854U (en) 2015-01-23 2015-01-23 A kind of multistage increasing resistance anchor pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520050082.0U CN204492854U (en) 2015-01-23 2015-01-23 A kind of multistage increasing resistance anchor pole

Publications (1)

Publication Number Publication Date
CN204492854U true CN204492854U (en) 2015-07-22

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520050082.0U Expired - Fee Related CN204492854U (en) 2015-01-23 2015-01-23 A kind of multistage increasing resistance anchor pole

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104653209A (en) * 2015-01-23 2015-05-27 山东大学 Multistage resistance-increasing anchor rod and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104653209A (en) * 2015-01-23 2015-05-27 山东大学 Multistage resistance-increasing anchor rod and construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150722

Termination date: 20210123

CF01 Termination of patent right due to non-payment of annual fee